000			02030aab a2200217 4500
008			231009b20232023|||br||| |||| 00| 0 eng d
022			_a0889-3241
100			_aHussain, Zahid _9141928
100			_aNanni, Antonio _963012
245			_aDesign and Detailing of Glass Fiber-Reinforced Polymer-Reinforced Concrete Beams According to ACI CODE-440.11-22
300			_a179-190 p.
520			_aThis paper aims to analyze practical considerations in the design of glass fiber-reinforced polymer-reinforced concrete (GFRPRC) beams based on the newly adopted ACI CODE-440.11-22, addressing strength, serviceability, and detailing criteria. A beam example was taken from the ACI Reinforced Concrete Design Handbook and redesigned using GFRP bars and stirrups to analyze the effect of changing the reinforcement type. In the first phase, the beam was designed as an over-reinforced member with high-modulus (Ef = 60,000 MPa) and low-modulus (Ef = 44,815 MPa) GFRP bars. In the second phase, a parametric study was carried out to analyze the impact of changing key design parameters—namely, bond factor kb, concrete compressive strength fc′, and the maximum deflection limit. GFRP-RC beams require more reinforcement area compared to conventional steel-RC, which may result in bar congestion. Current Code provisions related to detailing in particular are based on conservative assumptions due to a lack of experimentation and greatly penalize the design of GFRP-RC beams. The current Code provisions for development length, bar spacing, skin reinforcement, and stress at service make GFRP-RC design challenging.
650			_aBuilding Code _9878494
650			_aDetailing _9170771
650			_aGlass Fiber-Reinforced Polymer (GFRP) Reinforcement _9878617
650			_aReinforced Concrete (RC) Beams _9878618
650			_aServiceability _9170256
773	0		_x08893241 _tACI Structural Journal _dFarmington Hills,MI, U.S.A : American Concrete Institute
856			_uDOI:10.14359/51738744
942			_2ddc _n0 _cART _o14993 _pMr. Muhammad Rafique Al Haj Rajab Ali (Late)
999			_c814270 _d814270